JP2023012744A - Lining concrete heating method and heating device - Google Patents

Lining concrete heating method and heating device Download PDF

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JP2023012744A
JP2023012744A JP2021116395A JP2021116395A JP2023012744A JP 2023012744 A JP2023012744 A JP 2023012744A JP 2021116395 A JP2021116395 A JP 2021116395A JP 2021116395 A JP2021116395 A JP 2021116395A JP 2023012744 A JP2023012744 A JP 2023012744A
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lining concrete
ptc heater
heating
peripheral surface
inner peripheral
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JP7227317B2 (en
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哲生 山口
Tetsuo Yamaguchi
正仁 松田
Masahito Matsuda
晴紀 坂田
Haruki Sakata
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Daiei Koki Kk
Toda Corp
Sekisui Kasei Co Ltd
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Daiei Koki Kk
Sekisui Plastics Co Ltd
Toda Corp
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Abstract

To efficiently heat lining concrete C to an appropriate temperature without using complicated control means.SOLUTION: A heating device which heats lining concrete C placed on an inner wall of a tunnel, includes: a metal formwork 10 for molding an inner peripheral surface of the lining concrete C; a PTC heater 1 in contact with an inner peripheral surface of the formwork 10; a heat insulation material 2 for keeping the back of the PTC heater 1 warm; and a pressing mechanism 4 for pressing the PTC heater 1 against the inner peripheral surface of the formwork 10 via the heat insulation material 2.SELECTED DRAWING: Figure 2

Description

本発明は、トンネルの内壁に打設された覆工コンクリートを加温する方法及び装置に関するものである。 TECHNICAL FIELD The present invention relates to a method and apparatus for heating lining concrete placed on the inner wall of a tunnel.

一般に、トンネルの内壁をコンクリートで覆工する場合、特許文献1に記載のようなセントル台車に設けられているアーチ形状の型枠を用い、坑口から逐次、型枠が設けられた区間毎に、覆工コンクリートの打設が行われる。打設後、所定時間が経過してから脱型されるが、脱型時のコンクリート強度が低いと覆工コンクリートのひび割れ等の原因となる。 In general, when lining the inner wall of a tunnel with concrete, an arch-shaped formwork provided on a center truck as described in Patent Document 1 is used, and from the tunnel entrance, for each section where the formwork is provided, Concrete lining is placed. The concrete is demolded after a predetermined period of time has elapsed after placement, but if the concrete strength at the time of demolding is low, cracks or the like may occur in the lining concrete.

そのため、特許文献1では、型枠を加温する複数の加温手段とその制御手段を用い、覆工コンクリートの周方向に分割して設定された複数の加温エリアを、所定のサイクルで順次切り換えて加温する方法及び装置が提案されている。所定のサイクルで順次切り換えて加温することにより、覆工コンクリート全体の温度のばらつきを少なくし、コンクリート強度をほぼ均一に高めることができるとされている。 Therefore, in Patent Document 1, using a plurality of heating means for heating the formwork and its control means, a plurality of heating areas set by dividing the lining concrete in the circumferential direction are sequentially set in a predetermined cycle. Methods and apparatus for switched heating have been proposed. By sequentially switching and heating in a predetermined cycle, it is possible to reduce variations in the temperature of the entire lining concrete and increase the strength of the concrete almost uniformly.

特許第5421413号公報Japanese Patent No. 5421413 特開平10-220005号公報JP-A-10-220005

しかし、特許文献1の方法及び装置では、1サイクルの各加温エリアにおける加温時間や切り換えの順番を設定したり、リアルタイムに検出した覆工コンクリートの温度に基づいて加温時間をフィードバック制御したりする、複雑な制御手段が必要であった。 However, in the method and apparatus of Patent Document 1, the heating time and the order of switching in each heating area in one cycle are set, and the heating time is feedback-controlled based on the temperature of the lining concrete detected in real time. A complicated control means was required.

ところで、特許文献2には、住宅建物の基礎型枠にコンクリートを打設し、この基礎型枠を、PTC線状ヒータを内蔵した電熱養生シートで覆い、この電熱養生シートを加熱制御してコンクリートを所定温度で養生させる基礎コンクリートの養生方法が記載されている。 By the way, in Patent Document 2, concrete is placed in the foundation formwork of a residential building, the foundation formwork is covered with an electric heating curing sheet containing a PTC linear heater, and the heating of the electric heating curing sheet is controlled to produce concrete. A curing method for basic concrete is described in which the is cured at a predetermined temperature.

しかし、特許文献2には、この電熱養生シートをトンネルの覆工コンクリートの加温に使用することについてまでは記載及び示唆がない。しかも、この電熱養生シートは、塩化ビニル系樹脂などからなる二枚のシート材間にPTC線状ヒータを内蔵しているため、シート材とPTC線状ヒータとの間に熱伝導性の低い空気が介在しうる。また、電熱養生シートは基礎型枠に被せるだけなので、電熱養生シートと基礎型枠との間にも熱伝導性の低い空気が介在しうる。このため、PTC線状ヒータの熱は基礎型枠に効率的に伝わらない。よって、仮に、この電熱養生シートをトンネルの覆工コンクリートの加温に使用しても、同様に、効率よく加温することはできない。 However, Patent Document 2 does not describe or suggest the use of this electric heating curing sheet for heating the lining concrete of a tunnel. Moreover, since this electric heating curing sheet incorporates a PTC linear heater between two sheet materials made of vinyl chloride resin, etc., air with low thermal conductivity is placed between the sheet material and the PTC linear heater. can intervene. In addition, since the electric heating curing sheet is simply placed over the basic formwork, air with low thermal conductivity may intervene between the electric heating curing sheet and the basic formwork. Therefore, the heat of the PTC linear heater is not efficiently transmitted to the base mold. Therefore, even if this electric heating curing sheet is used to heat the lining concrete of a tunnel, it cannot be heated efficiently.

そこで、本発明の目的は、複雑な制御手段を用いなくても、覆工コンクリートを適切な温度に効率よく加温できるようにすることにある。 SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to efficiently heat lining concrete to an appropriate temperature without using complicated control means.

[1]覆工コンクリートの加温方法
トンネルの内壁に打設された覆工コンクリートを加温する加温方法において、
覆工コンクリートの内周面を成型する金属製の型枠を、該型枠の内周面に当接しているPTCヒーターにより加温することを特徴とする覆工コンクリートの加温方法。
[1] Heating method for lining concrete In the heating method for heating the lining concrete placed on the inner wall of the tunnel,
A method for heating lining concrete, comprising heating a metal form for molding the inner peripheral surface of the lining concrete with a PTC heater in contact with the inner peripheral surface of the form.

ここで、PTCヒーターの背後を保温材で保温することが好ましい。 Here, it is preferable to insulate the back of the PTC heater with a heat insulating material.

保温材は発泡スチロール樹脂からなるものが好ましい。加工しやすい、保温性が高い、軽量である等の理由による。 The heat insulating material is preferably made of foamed polystyrene resin. This is because it is easy to process, has high heat retention, and is lightweight.

保温材を介してPTCヒーターを型枠の内周面に押圧することが好ましい。該押圧によりPTCヒーターと型枠の内周面との間に空気層が介在しなくなり、PTCヒーターの熱が型枠にムラなく伝熱され、コンクリートの養生温度が安定的に保たれるからである。 It is preferable to press the PTC heater against the inner peripheral surface of the mold via a heat insulating material. This pressure eliminates the presence of an air layer between the PTC heater and the inner peripheral surface of the formwork, allowing the heat from the PTC heater to be evenly transferred to the formwork, thereby stably maintaining the curing temperature of the concrete. be.

[2]覆工コンクリートの加温装置
トンネルの内壁に打設された覆工コンクリートを加温する加温装置において、
覆工コンクリートの内周面を成型する金属製の型枠と、該型枠の内周面に当接しているPTCヒーターとを含み構成されたことを特徴とする覆工コンクリートの加温装置。
[2] Heating device for lining concrete
A heating apparatus for lining concrete, comprising: a metal mold for molding the inner peripheral surface of the lining concrete; and a PTC heater in contact with the inner peripheral surface of the mold.

ここで、PTCヒーターの背後を保温する保温材を含むことが好ましい。 Here, it is preferable to include a heat insulating material for keeping heat behind the PTC heater.

保温材は発泡スチロール樹脂からなるものが好ましい。加工しやすい、保温性が高い、軽量である等の理由による。 The heat insulating material is preferably made of foamed polystyrene resin. This is because it is easy to process, has high heat retention, and is lightweight.

保温材を介してPTCヒーターを型枠の内周面に押圧する押圧機構を含むことが好ましい。該押圧によりPTCヒーターと型枠の内周面との間に空気層が介在しなくなり、PTCヒーターの熱が型枠にムラなく伝熱され、コンクリートの養生温度が安定的に保たれるからである。 It is preferable to include a pressing mechanism that presses the PTC heater against the inner peripheral surface of the mold via a heat insulating material. This pressure eliminates the presence of an air layer between the PTC heater and the inner peripheral surface of the formwork, allowing the heat from the PTC heater to be evenly transferred to the formwork, thereby stably maintaining the curing temperature of the concrete. be.

また、型枠の内周面に複数の補強凸部が突設され、2つの補強凸部の間にPTCヒーターと保温材が配設され、補強凸部にねじを螺合させることにより保温材を介してPTCヒーターを型枠の内周面に押圧する押圧機構を含むことが好ましい。 In addition, a plurality of reinforcing protrusions are protruding from the inner peripheral surface of the formwork, and a PTC heater and heat insulating material are arranged between the two reinforcing protrusions. It is preferable to include a pressing mechanism that presses the PTC heater against the inner peripheral surface of the formwork through.

この押圧機構としては、ねじに押されて保温材の背面を押す剛体部材を含み、剛体部材は保温材の背面を押したときに変形しないものであり、剛体部材は保温材と別体であるか又は一体化されてものを例示できる。 This pressing mechanism includes a rigid member that is pushed by the screw and presses the back surface of the heat insulating material, the rigid member does not deform when the back surface of the heat insulating material is pressed, and the rigid member is separate from the heat insulating material. or an integrated one can be exemplified.

保温材は、型枠の内周面を向く面に溝が形成された板状体であり、
PTCヒーターは、線状であり、溝に収容されており、溝の開口から現れた部位が型枠の内周面に当接している態様を例示できる。
The heat insulating material is a plate-like body with grooves formed on the surface facing the inner peripheral surface of the formwork,
The PTC heater has a linear shape and is housed in a groove.

[作用]
PTCヒーターは、PTC(Positive Temperature Coefficient:正温度係数)特性を有するPTC素子を用いた電熱ヒーターである。PTC素子は、通電すると、最初は低温であるために抵抗値が小さいので大電流が流れ、素子温度が急激に上昇する。そして、素子温度がキューリー温度を超えると抵抗値が増大するために電流量が減少し、その結果、発熱量は減少する。そのため、PTCヒーターは、所定温度以上に温度が上がることなく、一定温度で安定して熱平衡状態を保つという、自己温度制御機能を有している。従って、温度制御や過熱防止のためのセンサーや回路を必要としない。
そして、金属製の型枠を、該型枠の内周面に当接しているPTCヒーターにより加温することにより、PTCヒーターの熱が金属製の型枠に効率よく伝わり、型枠の加温を介して覆工コンクリートを加温することができるとともに、上述した自己温度制御機能により、特許文献1のような複雑な制御手段を別途設ける必要がなくなる。
[Action]
A PTC heater is an electric heater using a PTC element having PTC (Positive Temperature Coefficient) characteristics. When the PTC element is energized, it is initially at a low temperature and has a small resistance value, so a large current flows and the element temperature rises sharply. Then, when the element temperature exceeds the Curie temperature, the resistance value increases, so the amount of current decreases, and as a result, the amount of heat generated decreases. Therefore, the PTC heater has a self-temperature control function that maintains a stable thermal equilibrium state at a constant temperature without increasing the temperature above a predetermined temperature. Therefore, no sensors or circuits are required for temperature control or overheating prevention.
Then, by heating the metal formwork with the PTC heater that is in contact with the inner peripheral surface of the formwork, the heat of the PTC heater is efficiently transmitted to the metal formwork, and the formwork is heated. The lining concrete can be heated via the above-described self-temperature control function, which eliminates the need to separately provide a complicated control means as in Patent Document 1.

本発明によれば、複雑な制御手段を用いなくても、覆工コンクリートを適切な温度に効率よく加温できる。 According to the present invention, lining concrete can be efficiently heated to an appropriate temperature without using complicated control means.

図1は実施例の覆工コンクリートの加温装置を示す部分分解斜視図である。FIG. 1 is a partially exploded perspective view showing a heating apparatus for lining concrete according to an embodiment. 図2は同加温装置の(a)は部分斜視図、(b)はIIb-IIb断面図、(c)はIIc-IIc断面図である。2, (a) is a partial perspective view, (b) is a IIb-IIb cross-sectional view, and (c) is a IIc-IIc cross-sectional view of the same heating device. 図3は同加温装置の断面図である。FIG. 3 is a sectional view of the same heating device. 図4は同加温装置を下から見た底面図である。FIG. 4 is a bottom view of the heating device viewed from below.

1.PTCヒーター
PTCヒーターとしては、特に限定されないが、複数のPTC素子を一方向に並設した線状のもの、複数のPTC素子を分散配置した面状のもの等を例示できる。PTCヒーターは、型枠への配設のしやすさから、線状のものが好ましい。
PTC素子としては、特に限定されないが、チタン酸バリウム、炭化珪素等からなるものを例示できる。
1. PTC Heater The PTC heater is not particularly limited, but examples include a linear heater in which a plurality of PTC elements are arranged side by side in one direction, a planar heater in which a plurality of PTC elements are dispersedly arranged, and the like. A linear PTC heater is preferable because it is easy to arrange on the mold.
Examples of the PTC element include, but are not limited to, those made of barium titanate, silicon carbide, or the like.

2.保温材
保温材としては、特に限定されないが、発泡樹脂、発泡ゴム、グラスウール、ロックウール、珪酸カルシウム、パーライト等からなるものを例示でき、前述のとおり発泡スチロール樹脂からなるものが好ましい。
保温材は、型枠への配設のしやすさから、板状(高さに比して幅が同等又は小さい棒状のものも含む。)に成形されたものが好ましい。
2. Heat Insulation Material The heat insulation material is not particularly limited, but examples thereof include those made of foamed resin, foamed rubber, glass wool, rock wool, calcium silicate, perlite, etc. As mentioned above, those made of expanded polystyrene resin are preferred.
The heat insulating material is preferably formed into a plate-like shape (including a bar-like shape whose width is equal to or smaller than its height) because it is easy to install on the mold.

3.押圧機構
押圧機構としては、特に限定されないが、前述のねじを用いた押圧機構がシンプルな構造であることから好ましい。前述の剛性部材としては、特に限定されないが、板状、棒状、アングル状等をなすものを例示できる。
押圧機構として、その他にも、バネを用いた押圧機構構等を例示できる。
3. Pressing Mechanism Although the pressing mechanism is not particularly limited, the aforementioned pressing mechanism using a screw is preferable because of its simple structure. The rigid member mentioned above is not particularly limited, but may be plate-shaped, bar-shaped, or angular-shaped.
As the pressing mechanism, a pressing mechanism using a spring can be exemplified.

以下、本発明の実施例を図1~図4を参照して説明する。なお、実施例の各部の構造、形状、数等は例示であり、発明の要旨から逸脱しない範囲で適宜変更できる。 Embodiments of the present invention will be described below with reference to FIGS. 1 to 4. FIG. The structure, shape, number, etc. of each part in the embodiment are examples, and can be changed as appropriate without departing from the scope of the invention.

図3に示すように、トンネルの内壁には吹付工法により吹付コンクリートSが施工されている。
トンネルの床面には床レール(図示略)が敷設され、床レールには自走するセントル台車(図示略)が設置され、セントル台車には支柱等により後述する型枠10が支持されている。
吹付コンクリートSと型枠10との間には打設空間が形成され、打設空間には覆工コンクリートCが打設される。
As shown in FIG. 3, shotcrete S is applied to the inner wall of the tunnel by a shotting method.
A floor rail (not shown) is laid on the floor of the tunnel, and a self-propelled center truck (not shown) is installed on the floor rail. .
A placement space is formed between the shotcrete S and the formwork 10, and the lining concrete C is placed in the placement space.

覆工コンクリートCは、セントル台車が坑口から逐次移動し、その移動に伴って形成された打設空間ごとに生コンクリートを充填することから、坑口から逐次打設されている。従って、打設空間の坑口側は既設の覆工コンクリートCの端面で塞がれ、切羽側は妻型枠(図示略)で塞がれる。 The lining concrete C is sequentially poured from the wellhead because the center truck moves sequentially from the wellhead and the ready-mixed concrete is filled in each placing space formed along with the movement. Therefore, the pit side of the casting space is closed by the end surface of the existing lining concrete C, and the face side is closed by the gable formwork (not shown).

本実施例の覆工コンクリートCの加温装置は、このトンネルの内壁に打設された覆工コンクリートCを加温するものであって、図1及び図2に示すように、覆工コンクリートCの内周面を成型する金属製(鋼製)の型枠10と、該型枠10の内周面に当接しているPTCヒーター1と、PTCヒーター1の背後を保温する保温材2と、保温材2を介してPTCヒーター1を型枠10の内周面に押圧する押圧機構4とを含み構成されている。 The lining concrete C heating apparatus of this embodiment is for heating the lining concrete C placed on the inner wall of the tunnel. A metal (steel) mold 10 for molding the inner peripheral surface of the mold, a PTC heater 1 in contact with the inner peripheral surface of the mold 10, and a heat insulating material 2 for insulating the back of the PTC heater 1, It includes a pressing mechanism 4 that presses the PTC heater 1 against the inner peripheral surface of the mold 10 via the heat insulating material 2 .

型枠10は、坑長方向に例えば1000~2000mmの長さをなすアーチ型の型枠要素11を、坑長方向に所定の複数個接続して構成されている。
型枠要素11は、打設空間を形成する部分円筒面状の表面部12と、表面部12の坑口側端と切羽側端から折曲してトンネル内側へ延びる扇面状の一対の側面部13と、表面部12の内周面に突設された複数の補強凸部14とを含み構成されている。補強凸部14は坑長方向に延びる型鋼である。型枠要素11は、トンネルの内壁の周方向に複数に分割形成されたものが接続されてなり、図3には内壁の天頂部に対応する部位のみを実線で示しているが、2点鎖線で示すように内壁の横部に対応する部位までを含んでいる。
The formwork 10 is constructed by connecting a predetermined plurality of arch-shaped formwork elements 11 having a length of, for example, 1000 to 2000 mm in the tunnel length direction.
The formwork element 11 has a partially cylindrical surface portion 12 forming a space for placing, and a pair of fan-shaped side portions 13 that extend toward the inside of the tunnel by bending from the wellhead side end and the face side end of the surface portion 12 . , and a plurality of reinforcing projections 14 projecting from the inner peripheral surface of the surface portion 12 . The reinforcing projections 14 are shaped steel extending in the direction of the tunnel length. The formwork element 11 is formed by connecting a plurality of divided pieces in the circumferential direction of the inner wall of the tunnel. In FIG. As indicated by , it includes up to the portion corresponding to the lateral portion of the inner wall.

PTCヒーター1としては、例えば、積水化成品工業株式会社の商品名「テクヒーター」(T9シリーズ)が使用されている。これは、平行に配置した2本の導電線間にチタン酸バリウム系の複数のPTC素子を接続し、それらの回りを樹脂被覆で覆ってなる、断面が幅18.5mm×高さ7.5mmの偏平な線状ヒーターであり、可撓性を有している。ヒーター両端にはコネクターが設けられている。 As the PTC heater 1, for example, Sekisui Plastics Co., Ltd.'s product name "Tech heater" (T9 series) is used. This is made by connecting a plurality of barium titanate-based PTC elements between two conductive wires arranged in parallel and covering them with a resin coating. It is a flat linear heater with flexibility. Connectors are provided at both ends of the heater.

保温材2としては、例えば発泡スチロール樹脂製の板状体が使用されている。これは、例えば、長さ700~1700mm、高さ100~150mm、幅100~250mmであり、型枠10の内周面を向く面に溝3が形成されている。その溝3にPTCヒーター1が収容された状態で、PTCヒーター1と保温材2はそれらの長さ方向が坑長方向となるように2つの補強凸部14の間に配設され、溝3の開口から現れたPTCヒーター1の部位が型枠10の表面部12の内周面に当接している。 As the heat insulating material 2, for example, a plate-like body made of foamed polystyrene resin is used. It has, for example, a length of 700-1700 mm, a height of 100-150 mm and a width of 100-250 mm. With the PTC heater 1 accommodated in the groove 3, the PTC heater 1 and the heat insulating material 2 are disposed between the two reinforcing projections 14 so that their length directions are aligned with the hole length direction. The portion of the PTC heater 1 exposed from the opening of the mold 10 is in contact with the inner peripheral surface of the surface portion 12 of the mold 10 .

押圧機構4は、補強凸部14に植設された雌ねじ5に対して螺合する雄ねじ6と、2つの補強凸部14に跨って保温材2の下面に当てられ、雄ねじ6に押されて保温材2の背面を押す剛体部材7とから構成されている。剛体部材7には、保温材2の背面を押したときに変形しない例えば長方形の合板が用いられ、その四隅部を雄ねじ6が貫通している。雄ねじ6の締め付け加減により、PTCヒーター1の押圧力を調整できる。該押圧によりPTCヒーター1と型枠10の内周面との間に空気層が介在しなくなり、PTCヒーター1の熱が型枠10にムラなく伝熱され、コンクリートの養生温度が安定的に保たれる。なお、図3及び図4に示すように、1つの剛体部材7で、1つの保温材2を押圧してもよいし、複数の保温材2を押圧してもよい。 The pressing mechanism 4 has a male screw 6 screwed into a female screw 5 implanted in a reinforcing convex portion 14, and is pressed against the lower surface of the heat insulating material 2 across the two reinforcing convex portions 14 and pushed by the male screw 6. and a rigid member 7 that presses the back surface of the heat insulating material 2 . For the rigid member 7, for example, a rectangular plywood that does not deform when the back surface of the heat insulating material 2 is pushed is used, and the male screws 6 pass through the four corners of the plywood. The pressing force of the PTC heater 1 can be adjusted by tightening the male screw 6 . Due to this pressing, an air layer is no longer interposed between the PTC heater 1 and the inner peripheral surface of the formwork 10, the heat of the PTC heater 1 is evenly transferred to the formwork 10, and the curing temperature of the concrete is stably maintained. drool. As shown in FIGS. 3 and 4, one rigid member 7 may press one heat insulating material 2 or may press a plurality of heat insulating materials 2 .

以上のように構成された加温装置を用いて覆工コンクリートCを加温する方法について、打設方法と共に説明する。
(1)予め地上で、型枠10にPTCヒーター1、保温材2及び押圧機構4を上記のとおりセットし、PTCヒーター1に通電用の配線をしておく。
(2)この型枠10をセントルに支持させ、型枠10の内周面に当接しているPTCヒーター1に通電して、型枠10を所定温度に加温する。
(3)この加温状態で、支保コンクリートと型枠10との間の打設空間に覆工コンクリートCを打設する。
(4)打設後も所定時間は、型枠10を残置し、PTCヒーター1による加温を脱型まで継続する。
A method for heating the lining concrete C using the heating device configured as described above will be described together with a placing method.
(1) On the ground, the PTC heater 1, the heat insulating material 2, and the pressing mechanism 4 are set on the mold 10 in advance as described above, and the PTC heater 1 is wired for energization.
(2) The mold 10 is supported by a center, and the PTC heater 1 in contact with the inner peripheral surface of the mold 10 is energized to heat the mold 10 to a predetermined temperature.
(3) In this heated state, the lining concrete C is cast in the casting space between the shoring concrete and the formwork 10 .
(4) The mold 10 is left in place for a predetermined period of time after placing, and the heating by the PTC heater 1 is continued until demolding.

以上に詳述した実施例の加温装置及び加温方法によれば、次の作用効果が得られる。
(ア)金属製の型枠10を、該型枠10の内周面に当接しているPTCヒーター1により加温することにより、PTCヒーター1の熱が金属製の型枠10に効率よく伝わり、型枠10の加温を介して覆工コンクリートCを加温することができるとともに、上述した自己温度制御機能により、特許文献1のような複雑な制御手段を別途設ける必要がない。また、PTCヒーター1は過熱しないことから、エネルギー消費に無駄がない。
According to the heating device and the heating method of the embodiment described in detail above, the following effects are obtained.
(A) By heating the metal mold 10 with the PTC heater 1 in contact with the inner peripheral surface of the mold 10, the heat of the PTC heater 1 is efficiently transmitted to the metal mold 10. , the lining concrete C can be heated through the heating of the formwork 10, and the self-temperature control function described above eliminates the need to separately provide a complicated control means as in Patent Document 1. Also, since the PTC heater 1 does not overheat, there is no waste in energy consumption.

(イ)PTCヒーター1の背後を保温材2により保温するので、PTCヒーター1の熱が、背後に逃げず、型枠10により効率よく伝わる。
(ウ)PTCヒーター1の背後を保温材2と剛体部材7で保護するので、PTCヒーター1が損傷しにくい。
(a) Since the back of the PTC heater 1 is kept warm by the heat insulating material 2, the heat of the PTC heater 1 does not escape to the back and is efficiently transmitted to the mold 10. - 特許庁
(c) Since the back of the PTC heater 1 is protected by the heat insulating material 2 and the rigid member 7, the PTC heater 1 is less likely to be damaged.

(エ)押圧機構4は、PTCヒーター1を型枠10の内周面に押圧する機能を有しているので、PTCヒーター1の熱が型枠10により効率よく伝わる。
(オ)押圧機構4は、補強凸部14に取着されることから、取着のための部材を別途設ける必要がない。
(d) Since the pressing mechanism 4 has a function of pressing the PTC heater 1 against the inner peripheral surface of the mold 10 , the heat of the PTC heater 1 is efficiently transferred to the mold 10 .
(e) Since the pressing mechanism 4 is attached to the reinforcing convex portion 14, there is no need to separately provide a member for attachment.

(カ)覆工コンクリートCを打設当初から脱型まで加温することにより、養生温度のムラを抑制し、内部温度と表面温度の差を少なくして、若齢時コンクリートの強度増進を計り、温度応力や初期強度不足によるひび割れや表面剥離を防止することができる。 (f) By heating the lining concrete C from the time it is placed until it is removed from the mold, unevenness in the curing temperature is suppressed, the difference between the internal temperature and the surface temperature is reduced, and the strength of the concrete is increased when it is young. , cracks and surface peeling due to temperature stress and insufficient initial strength can be prevented.

本発明は、前記実施例に限定されるものではなく、発明の趣旨から逸脱しない範囲で適宜変更して具体化することができる。 The present invention is not limited to the above embodiments, and can be embodied with appropriate modifications within the scope of the invention.

1 PTCヒーター
2 保温材
3 溝
4 押圧機構
5 雌ねじ
6 雄ねじ
7 剛性部材
10 型枠
11 型枠要素
12 表面部
13 側面部
14 補強凸部
C 覆工コンクリート
S 吹付コンクリート
REFERENCE SIGNS LIST 1 PTC heater 2 Heat insulating material 3 Groove 4 Pressing mechanism 5 Female screw 6 Male screw 7 Rigid member 10 Formwork 11 Formwork element 12 Surface part 13 Side part 14 Reinforcement convex part C Lining concrete S Shotcrete

[1]覆工コンクリートの加温方法
トンネルの内壁に打設された覆工コンクリートを加温する加温方法において、
覆工コンクリートの内周面を成型する金属製の型枠を、該型枠の内周面に突設された複数の補強凸部における2つの補強凸部の間に配設されて該型枠の内周面に当接しているPTCヒーターにより加温し、PTCヒーターの背後を前記間に配設された保温材で保温し、押圧機構のねじを補強凸部に螺合させることにより保温材を介してPTCヒーターを型枠の内周面に押圧することを特徴とする覆工コンクリートの加温方法。
[1] Heating method for lining concrete In the heating method for heating the lining concrete placed on the inner wall of the tunnel,
A metal form for molding the inner peripheral surface of the lining concrete is disposed between two reinforcing protrusions of a plurality of reinforcing protrusions projecting from the inner peripheral surface of the form. Heating is performed by the PTC heater that is in contact with the inner peripheral surface of the PTC heater, and the heat insulating material placed behind the PTC heater is kept warm. A method for heating lining concrete, characterized by pressing a PTC heater against the inner peripheral surface of the formwork through .

保温材を介してPTCヒーターを型枠の内周面に押圧する理由は、該押圧によりPTCヒーターと型枠の内周面との間に空気層が介在しなくなり、PTCヒーターの熱が型枠にムラなく伝熱され、コンクリートの養生温度が安定的に保たれるからである。 The reason why the PTC heater is pressed against the inner peripheral surface of the mold through the heat insulating material is that the air layer is not interposed between the PTC heater and the inner peripheral surface of the mold due to the pressing, and the heat of the PTC heater is transferred to the mold. This is because the heat is evenly transferred to the concrete and the curing temperature of the concrete is kept stable.

[2]覆工コンクリートの加温装置
トンネルの内壁に打設された覆工コンクリートを加温する加温装置において、
覆工コンクリートの内周面を成型する金属製の型枠と、該型枠の内周面に突設された複数の補強凸部における2つの補強凸部の間に配設されて該型枠の内周面に当接しているPTCヒーターと、PTCヒーターの背後を保温する前記間に配設された保温材と、補強凸部にねじを螺合させることにより保温材を介してPTCヒーターを型枠の内周面に押圧する押圧機構とを含み構成されたことを特徴とする覆工コンクリートの加温装置。
[2] Heating device for lining concrete
A metal form for molding the inner peripheral surface of the lining concrete, and a plurality of reinforcing protrusions protruding from the inner peripheral surface of the form. The PTC heater is in contact with the inner peripheral surface of the PTC heater , and the heat insulating material disposed between the PTC heater and the heat insulating material that heats the back of the PTC heater. A heating device for lining concrete, comprising: a pressing mechanism for pressing against an inner peripheral surface of a formwork .

保温材を介してPTCヒーターを型枠の内周面に押圧する押圧機構を含む理由は、該押圧によりPTCヒーターと型枠の内周面との間に空気層が介在しなくなり、PTCヒーターの熱が型枠にムラなく伝熱され、コンクリートの養生温度が安定的に保たれるからである。 The reason for including a pressing mechanism that presses the PTC heater against the inner peripheral surface of the formwork via a heat insulating material is that the pressure eliminates the presence of an air layer between the PTC heater and the inner peripheral surface of the formwork, thereby preventing the PTC heater from intervening. This is because the heat is evenly transferred to the mold and the curing temperature of the concrete is kept stable.

Claims (11)

トンネルの内壁に打設された覆工コンクリート(C)を加温する加温方法において、
覆工コンクリート(C)の内周面を成型する金属製の型枠(10)を、該型枠(10)の内周面に当接しているPTCヒーター(1)により加温することを特徴とする覆工コンクリートの加温方法。
In the heating method for heating the lining concrete (C) placed on the inner wall of the tunnel,
A metal formwork (10) for forming the inner peripheral surface of the lining concrete (C) is heated by a PTC heater (1) in contact with the inner peripheral surface of the formwork (10). A method for heating the lining concrete.
PTCヒーター(1)の背後を保温材(2)で保温する請求項1記載の覆工コンクリートの加温方法。 2. A method for heating lining concrete according to claim 1, wherein a heat insulating material (2) is provided behind the PTC heater (1). 保温材(2)は発泡スチロール樹脂からなる請求項2記載の覆工コンクリートの加温方法。 3. The method for heating lining concrete according to claim 2, wherein the heat insulating material (2) is made of foamed polystyrene resin. 保温材(2)を介してPTCヒーター(1)を型枠(10)の内周面に押圧する請求項1又は2記載の覆工コンクリートの加温方法。 A method for heating lining concrete according to claim 1 or 2, wherein the PTC heater (1) is pressed against the inner peripheral surface of the formwork (10) through a heat insulating material (2). トンネルの内壁に打設された覆工コンクリート(C)を加温する加温装置において、
覆工コンクリート(C)の内周面を成型する金属製の型枠(10)と、該型枠(10)の内周面に当接しているPTCヒーター(1)とを含み構成されたことを特徴とする覆工コンクリートの加温装置。
In the heating device for heating the lining concrete (C) placed on the inner wall of the tunnel,
Constructed including a metal formwork (10) for molding the inner peripheral surface of the lining concrete (C) and a PTC heater (1) in contact with the inner peripheral surface of the formwork (10) A lining concrete heating device characterized by:
PTCヒーター(1)の背後を保温する保温材(2)を含む請求項5記載の覆工コンクリートの加温装置。 A heating apparatus for lining concrete according to claim 5, comprising a heat insulating material (2) for keeping heat behind the PTC heater (1). 保温材(2)は発泡スチロール樹脂からなるものである請求項6記載の覆工コンクリートの加温装置。 7. The apparatus for warming lining concrete according to claim 6, wherein the heat insulating material (2) is made of foamed polystyrene resin. 保温材(2)を介してPTCヒーター(1)を型枠(10)の内周面に押圧する押圧機構(4)を含む請求項6又は7記載の覆工コンクリートの加温装置。 A heating apparatus for lining concrete according to claim 6 or 7, comprising a pressing mechanism (4) for pressing the PTC heater (1) against the inner peripheral surface of the formwork (10) via a heat insulating material (2). 型枠(10)の内周面に複数の補強凸部(14)が突設され、2つの補強凸部(14)の間にPTCヒーター(1)と保温材(2)が配設され、補強凸部(14)にねじ(6)を螺合させることにより保温材(2)を介してPTCヒーター(1)を型枠(10)の内周面に押圧する押圧機構(4)を含む請求項6又は7記載の覆工コンクリートの加温装置。 A plurality of reinforcing projections (14) protrude from the inner peripheral surface of the formwork (10), and a PTC heater (1) and a heat insulating material (2) are arranged between the two reinforcing projections (14), It includes a pressing mechanism (4) that presses the PTC heater (1) against the inner peripheral surface of the mold (10) through the heat insulating material (2) by screwing the screw (6) into the reinforcing protrusion (14). The heating device for lining concrete according to claim 6 or 7. 押圧機構(4)は、ねじ(6)に押されて保温材(2)の背面を押す剛体部材(7)を含み、剛体部材(7)は保温材(2)の背面を押したときに変形しないものであり、剛体部材(7)は保温材(2)と別体であるか又は一体化されている請求項9記載の覆工コンクリートの加温装置。 The pressing mechanism (4) includes a rigid member (7) that is pressed by a screw (6) to press the back surface of the heat insulating material (2), and when the rigid member (7) presses the back surface of the heat insulating material (2), 10. The device for warming lining concrete according to claim 9, wherein the rigid member (7) is not deformable and is separate from or integrated with the heat insulating material (2). 保温材(2)は、型枠(10)の内周面を向く面に溝(3)が形成された板状体であり、
PTCヒーター(1)は、線状であり、溝(3)に収容されており、溝(3)の開口から現れた部位が型枠(10)の内周面に当接している請求項5~10のいずれか一項に記載の覆工コンクリートの加温装置。
The heat insulating material (2) is a plate-like body having grooves (3) formed on the surface facing the inner peripheral surface of the formwork (10),
5. The PTC heater (1) is linear and accommodated in the groove (3), and the portion exposed from the opening of the groove (3) is in contact with the inner peripheral surface of the mold (10). 11. The heating device for lining concrete according to any one of 10.
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Publication number Priority date Publication date Assignee Title
JPH0636169Y2 (en) * 1988-01-22 1994-09-21 株式会社熊谷組 Steel formwork with sheet heating element attached
JPH10220005A (en) * 1997-02-13 1998-08-18 Sekisui House Ltd Curing method for foundation concrete
JP2001193008A (en) * 1999-10-18 2001-07-17 Showa Concrete Ind Co Ltd Heating block and method for producing the same, as well as snow melting apparatus
JP2005146575A (en) * 2003-11-12 2005-06-09 Sekisui Plastics Co Ltd Ground surface heating structure and its construction method
JP2007077757A (en) * 2005-09-16 2007-03-29 Sekisui Plastics Co Ltd Heating curing method
JP5421413B2 (en) * 2012-03-09 2014-02-19 テクノプロ株式会社 Heating apparatus and method for lining concrete, and lining concrete construction system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0636169Y2 (en) * 1988-01-22 1994-09-21 株式会社熊谷組 Steel formwork with sheet heating element attached
JPH10220005A (en) * 1997-02-13 1998-08-18 Sekisui House Ltd Curing method for foundation concrete
JP2001193008A (en) * 1999-10-18 2001-07-17 Showa Concrete Ind Co Ltd Heating block and method for producing the same, as well as snow melting apparatus
JP2005146575A (en) * 2003-11-12 2005-06-09 Sekisui Plastics Co Ltd Ground surface heating structure and its construction method
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